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Volumn 94, Issue 3, 1997, Pages 248-261

Analysis of hysteretic behavior of anchored reinforcing bars

Author keywords

Anchorage length; Anchored bar; Bond stress; Cyclic loads; Finite element; Models

Indexed keywords

ANCHORAGES (CONCRETE CONSTRUCTION); BARS (METAL); BENDING STRENGTH; CORRELATION METHODS; FINITE ELEMENT METHOD; HYSTERESIS; INTERPOLATION; MATHEMATICAL MODELS; STEEL; STRESS ANALYSIS; STRESS CONCENTRATION; STRUCTURAL ANALYSIS;

EID: 0031144990     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (31)

References (15)
  • 2
    • 0003970279 scopus 로고
    • Local Bond Stress-Slip Relationships of Deformed Bars under Generalized Excitations
    • Earthquake Engineering Research Center, University of California, Berkeley
    • Eligehausen, R., Bertero, V. V., and Popov, E. P. (1983). "Local Bond Stress-Slip Relationships of Deformed Bars under Generalized Excitations." EERC 83-23, Earthquake Engineering Research Center, University of California, Berkeley.
    • (1983) EERC , pp. 83-123
    • Eligehausen, R.1    Bertero, V.V.2    Popov, E.P.3
  • 3
    • 0002539897 scopus 로고
    • Finite Element Analysis of Reinforced Concrete Beams
    • Ngo, D., and Scordelis, A. C. (1967). "Finite Element Analysis of Reinforced Concrete Beams." ACI Journal, 64(3), 152-163.
    • (1967) ACI Journal , vol.64 , Issue.3 , pp. 152-163
    • Ngo, D.1    Scordelis, A.C.2
  • 4
    • 0000669949 scopus 로고
    • Internal Measurement of Bond-Slip
    • Nilson, A. H. (1971). "Internal Measurement of Bond-Slip." ACI Journal, 69(7), 439-441.
    • (1971) ACI Journal , vol.69 , Issue.7 , pp. 439-441
    • Nilson, A.H.1
  • 5
    • 0022093530 scopus 로고
    • New Finite Element for Bond-Slip Analysis
    • ASCE
    • Yankelevsky, D. Z. (1985). "New Finite Element for Bond-Slip Analysis." Journal of Structural Engineering, ASCE, 111(ST7), 1533-1542.
    • (1985) Journal of Structural Engineering , vol.111 , Issue.ST7 , pp. 1533-1542
    • Yankelevsky, D.Z.1
  • 6
    • 0000180064 scopus 로고
    • Finite Element Models for Bond Problems
    • ASCE
    • Keuser, M., and Mehlhorn, G. (1987). "Finite Element Models for Bond Problems." Journal of Structural Engineering, ASCE, 113(ST10), 2160-12173.
    • (1987) Journal of Structural Engineering , vol.113 , Issue.ST10 , pp. 2160-12173
    • Keuser, M.1    Mehlhorn, G.2
  • 7
    • 0003506445 scopus 로고
    • Analytical Model for Concrete Anchorages of Reinforcing Bars under Generalized Excitations
    • Earthquake Engineering Research Center, University of California, Berkeley
    • Ciampi, V., Eligehausen, R., Bertero, V. V., and Popov, E. P. (1982). "Analytical Model for Concrete Anchorages of Reinforcing Bars under Generalized Excitations." EERC 82-23, Earthquake Engineering Research Center, University of California, Berkeley.
    • (1982) EERC , pp. 82-123
    • Ciampi, V.1    Eligehausen, R.2    Bertero, V.V.3    Popov, E.P.4
  • 8
    • 0003923006 scopus 로고
    • Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joints
    • Earthquake Engineering Research Center, University of California, Berkeley
    • Filippou, F. C., Popov, E. P., and Bertero, V. V. (1983). "Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joints." EERC 83-19, Earthquake Engineering Research Center, University of California, Berkeley.
    • (1983) EERC , pp. 83-119
    • Filippou, F.C.1    Popov, E.P.2    Bertero, V.V.3
  • 9
    • 0039452562 scopus 로고
    • Model of Critical Regions in Reinforced Concrete Frames under Earthquake Excitations
    • Earthquake Engineering Research Center, University of California, Berkeley
    • Zulfiqar, N., and Filippou, F. C. (1990). "Model of Critical Regions in Reinforced Concrete Frames under Earthquake Excitations." EERC 90-06, Earthquake Engineering Research Center, University of California, Berkeley.
    • (1990) EERC , pp. 90-106
    • Zulfiqar, N.1    Filippou, F.C.2
  • 10
    • 0003448531 scopus 로고
    • Effects of Generalized Loadings on Bond of Reinforcing Bars Embedded in Confined Concrete Blocks
    • Earthquake Engineering Research Center, University of California, Berkeley
    • Viwathanatepa, S., Popov, E. P., and Bertero, V. V. (1979). "Effects of Generalized Loadings on Bond of Reinforcing Bars Embedded in Confined Concrete Blocks." EERC 79-22, Earthquake Engineering Research Center, University of California, Berkeley.
    • (1979) EERC , pp. 79-122
    • Viwathanatepa, S.1    Popov, E.P.2    Bertero, V.V.3
  • 11
    • 0022752326 scopus 로고
    • A Simple Model for Reinforcing Bar Anchorages under Cyclic Excitations
    • ASCE
    • Filippou, F. C. (1986). "A Simple Model for Reinforcing Bar Anchorages Under Cyclic Excitations." Journal of Structural Engineering, ASCE, 112(ST7), 1639-1659.
    • (1986) Journal of Structural Engineering , vol.112 , Issue.ST7 , pp. 1639-1659
    • Filippou, F.C.1
  • 12
    • 3142644889 scopus 로고
    • Flexibility-Based Finite Element for Embedded Reinforcing Bars
    • Earthquake Engineering Research Center, University of California, Berkeley
    • Monti, G., Spacone, E., and Filippou, F. C. (1993). "Flexibility-Based Finite Element for Embedded Reinforcing Bars." EERC 93-08, Earthquake Engineering Research Center, University of California, Berkeley.
    • (1993) EERC , pp. 93-108
    • Monti, G.1    Spacone, E.2    Filippou, F.C.3
  • 14
    • 0030567058 scopus 로고    scopus 로고
    • Mixed Formulation of Nonlinear Beam Finite Element
    • Spacone, E., Ciampi, V., and Filippou, F. C. (1996). "Mixed Formulation of Nonlinear Beam Finite Element." Computers and Structures, 58(1), 71-83.
    • (1996) Computers and Structures , vol.58 , Issue.1 , pp. 71-83
    • Spacone, E.1    Ciampi, V.2    Filippou, F.C.3
  • 15
    • 5644285188 scopus 로고
    • Anchorage of Reinforcing Bars for Reversed Cyclic Loading
    • University of Washington, Seattle, WA
    • Lin, I., and Hawkins, N. M. (1982). "Anchorage of Reinforcing Bars for Reversed Cyclic Loading." SM82-1, University of Washington, Seattle, WA.
    • (1982) SM82-1
    • Lin, I.1    Hawkins, N.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.